J3 C8601-D Sheets 16-30 of 134.pdf

PDF 11 MB Posted Feb 28, 2022

Attached to: Building and Site Repairs at USCG SFO Fort Macon, NC
Solicitation number: 70Z08321BPAC13100
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This document summarizes a federal solicitation for building and site repair services at a United States Coast Guard facility in North Carolina. The solicitation is limited to eligible 8(a) small businesses and seeks a contractor to provide all labor, materials, equipment and services required to complete repairs in accordance with provided specifications and drawings. The work must be performed in compliance with Construction Wage Rate Requirements and has an estimated value between $5 million and $10 million. Bids are due by the specified date and time, and must be accompanied by a 20% bid bond. The solicitation also details requirements for a mandatory site visit and the process for submitting written questions by the stated deadline.

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SSMH

TOP=6.23'

BTM=3.29'

INV IN=3.11'

INV OUT=3.06'

SEWER

PUMP

TOP=7.00'

6.29

6.77

6.85 6.79

6.42

6.85

6.96

7.98 7.33

2.84

6.52

6.75 6.69 6.80

6.75 6.75

6.70

6.75

6.79

6.69

6.61

6.636.45

6.58

6.64

6.48

6.38

6.30

6.24

6.276.05

6.11

6.18

6.15

5.78

ASPHALT CURB

CONC SW

FFE=7.30'

FFE=7.41'

84" C H

LK 3SBW

84" C H

LK 3SBW

ELECPANEL

GRASS

E O F R

IPR

EDGE OF RIPRAP

WOOD

BUMPER

WOOD

BUMPER

BOGUE SOUND

CONCSEAM

GRAVEL

OOD B

OLL

CONNEC

D W / R

OPE

CONC

6"PVC

CONC

DOCK

CONC

DOCK

ASPHALT

CONC.

WALL

ACCESS COVER

TOP=8.04

6" D

4"DIP

WOOD PILING

(typ.)

WOOD PILING

(typ.)

1 STORY

ROCK/CEMENT

BLDG.

(13' x 21')

1 STORY

ROCK/CEMENT BLDG

(10' x 12')

72" CHLK

1 STORY

WOOD BLDG

(20' x 20')

ASPHALT

72" CHLK

GATE

1 STORY

WOOD BLDG

(26' x 20')

1 STORY

WOOD BLDG

(25' x 20')

ELEC HH

TOP=6.81

72" CHLK

36" CHLK

84" CHLK

3SBW

84" CHLK

3SBW

WOOD WALL

WOOD

BULKHEAD

USCG

SIGN

METAL

BOLLARD

METAL

BOLLARD

RIPRAP

CORRUGATED

METAL JETTY

CORRUGATED

METAL JETTY

U/G ELEC.

TO DOCK

CONC

RAMP

WOOD DOLPHIN

(PILINGS)

ACCESS COVER

TOP=7.98'

ACCESS COVER

GRASS

ELEC. PANEL

ELEC. BOX

3 PHASE

OUTLET

ACCESS COVER

TOP=8.07

WATER

HOOKUP

CONC

RAMP

CONC.

WALL

ACCESS COVER

TOP=6.39

ACCESS COVER

TOP=5.99

WOOD BOLLARDS

CONNECTED W/ ROPE

ELEC. PANEL METAL

BOX

WOOD PILING

(typ.)

WOOD

PILING

6.49 7.11

6.08 6.10

6.07 5.36

5.35 5.42

6.06

6.33

WVWV

6.83

6.80

6.78

ELEC HH

TOP=7.03'

6.91

7.20

6.71

6.75

6.75 6.73

FFE=

7.35'

FFE=7.24'

FFE=7.33'

8.67

9.16

10.71

9.23 8.47

7.738.42

7.02 7.27

7.16 7.26

7.77 7.57

7.21

5.99 6.23

5.53

-3.63

-2.95-2.87

-1.94

3.06

3.73

3.70

2.90

3.19

1.38

-0.22 -0.12

0.99

2.34

2.83

3.68

4.08

7.06 7.327.32

7.24

7.12

6.18

5.75

5.73

5.88 6.27

6.73

7.08

7.22 6.96

7.31

7.04

4.67

ELEC ACCESS

TOP=4.30'

5.84

6.04

5.77

5.64

CLEAT

DRAIN

TOP=8.05'

5.43

5.29

4.67

4.44

3.37

3.43 3.82

4.66

5.02

5.84

6.03

5.71

5.98

6.02

6.04

6.02

5.92

5.93

6.47

6.50

6.52

6.25

6.05

ELEC JB

#NJ0006

WM FH

TBM #2060

"X" ON BONNET

BOLT OF FH

N=353609

E=2696881

ELEV.=7.76

CONTROL POINT #2067

RBC

N=353582.41 E=2696814.50

ELEV.=4.98

CONTROL POINT #2068

RBC

N=353777.69 E=2697089.28

ELEV.=7.04

CONTROL POINT #2076

NO 2 1973

PID: AC7535

N=353737.09 E=2696975.78

ELEV.=6.20

PVMT

CUT

PVMT CUT

SSMH

TOP=7.92

(MANHOLE BOLTED DOWN-

INACCESSIBLE)

6"PVC

CONC

LP TANK

CONC WALL

CONC

GRAVEL

TOP=5.86'

(STR FULL

OF GRAVEL)

TOP=5.25'

(STR FULL

OF GRAVEL)

TOP=5.21'

(STR FULL

OF GRAVEL)

TOP=5.18'

(STR FULL

OF GRAVEL)

C O

N C

WOOD SHED

6" CONC WALL

BOAT TIE CONC

ASPHALT

CONC

7.71

7.32

7.70 7.08

7.697.91

7.98 7.75 7.42

4.62

5.26

5.25 5.59

5.69

5.17

5.79

5.58

5.39

5.90

5.52

4.60

4.77

ELEC HH

TOP=4.77'

ELEC HH

TOP=6.14'

BOAT TIE

6.20

6.38

6.30

6.28

6.36

6.40

FFE=8.08'

6.96 7.14

7.19 6.88

7.147.09

6.52

6.17

6.54 7.40

7.62

7.61

7.59 7.63

7.75 7.41

6.666.526.476.516.546.536.426.476.506.406.25

5.98 5.95 6.04 5.99 5.98 6.07 6.09 6.20 6.35 6.49

6.005.87 5.765.695.615.655.655.685.75

5.95 6.25

6.13 5.39 5.30 5.52 5.53 5.32 5.30 5.46 5.27 5.31 6.00

6.035.875.725.725.835.825.896.44

CATV

ELEC TRANS

ON CONC PAD

(1CKN51)

TMH

TOP=6.80'

BTM=0.80'

6.90

6.97 6.62

6.53 6.62

(-2

(-3

(-1

(-1)

(-2)

(-3)

N353727.20

E2697037.27

N353658.88

E2697033.98

N353630.74

E2697032.63

N353633.71

E2696970.88

N353628.27 E2697078.74

±5

±5'

TYP

N353540.16 E2697167.75

A Joint Venture

NAMFFUH.ETNERT

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

23912

20' 0' 20' 40'

SCALE: 1''=20'

MATCH LINE - SEE SHEET CD103

DEMOLITION KEYNOTES:

3 SAWCUT AND REMOVE ASPHALT PAVEMENT.

4 SAWCUT AND REMOVE CONCRETE PAVEMENT.

7 REMOVE AND SALVAGE EXISTING CHAIN LINK FENCE THAT IS IN CONFLICT

WITH UNDERDRAIN CONSTRUCTION. FENCE SHALL NOT BE REMOVED UNTIL

CONSTRUCTION OF THE UNDERDRAIN COMMENCES. THE CONTRACTOR

SHALL UTILIZE TEMPORARY FENCING OR REINSTALL PERMANENT FENCING AT

THE END OF EACH DAY TO MAINTAIN BASE SECURITY. NO ADDITIONAL

PAYMENT WILL BE MADE FOR TEMPORARY FENCING. BARBED WIRE MAY BE

REMOVED AT THE BEGINNING OF THE UNDERDRAIN CONSTRUCTION AND

REPLACED WHEN UNDERDRAIN CONSTRUCTION IS COMPLETE.

13 DEMOLISH INFILTRATION DROP INLET.

4 ±74 SY

7 ±300 LF

3 ±38 SY

DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC

3/26/2021

3/24/2021

DKoons Text Box

SS PUMP STATION

ACCESS COVER

TOP=5.54'

BTM=-7.96

INV.IN=-3.28' (E)

INF.OUT=-1.13' (SE)

ELEC ACCESS COVER

TOP=4.27'

BTM=1.30'

GREASE TRAP

TOP=4.27'

BTM=-1.90'

GREASE TRAP

TOP=4.25'

BTM=-1.90'

GREASE TRAP

TOP=4.18'

BTM=-2.05'

GREASE TRAP

TOP=4.06'

BTM=-2.05'

C O

SSMH

TOP=5.21'

BTM=-1.93'

INV.IN=-2.23' (E)

INV.IN=-2.25' (SE)

INV.OUT=-2.24' (NW)

SSMH

TOP=5.86'

BTM=-0.54'

INV.IN=1.85' (N)

INV.IN=-0.10' (N)

INV.IN=-0.86' (NE)

INV.OUT=-0.89' (W)

SSMH

TOP=4.25'

(INACCESSIBLE)

CONTROL

PANEL

SPEED LIMIT

4.43 4.284.15

4.224.09

3.97

3.90

3.46

3.39

3.53

3.57

AC UNITS

FLAG POLE

RETENTION

POND

2 AC UNITS

CONC PAD

TBM #55

"X" ON BONNET

BOLT OF FH

N=352559

E=2696806

ELEV.=5.82

CONTROL POINT #1574

RBC

N=352469.22 E=2696743.72

ELEV.=3.88

CONTROL POINT #1576

RBC

N=352326.85 E=2696943.37

ELEV.=3.93

6" C

ONC CURB

6" C

ONC CURB

36" STEEL RAILING

PARKING BORDER

(TEL POLES ON GROUND)

ELEC MH

TOP=3.86'

TMH

TOP=3.92'

BTM=0.79'

AIR CONNECTION BOX

TOP=5.18'

BTM=4.18'

36" STEEL RAILING

-0.46

TOP=4.03'

BTM=-1.97'

INV.=1.53' (W)

TOP=3.07'

BTM=1.77'

INV.OUT=1.86' (SE)

84" CHLK 3SBW

TOP=3.22'

BTM=-0.38'

INV.IN=1.27' (NW)

INV.IN=1.04' (SW)

INV.OUT=0.80' (N)

1-STORY

BLOCK

BLDG

(#67650)

84" CHLK

3SBW

84" CHLK 3SBW

CONC

72" VINYL

(2 PROPANE

TANKS INSIDE FENCE)

C O

N C

S /W

C O

N C

S /W

CONC S/W

C O

N C

S /W

C O

N C

S /W

6" PVC

6" VCP

END UNKNOWN

(POSSIBLE SERVICE LINE)

8" PVCSS

8" PVC

10" PVC

6" PVC

6" P

10" PVC

10" VC

12" PVC

S S

O R

D E

STEPS

BRICK COLUMN

C O

N C

R A

M P

UKN ACCESS COVER

TOP=4.21'

CONC CURBING

CONC STEPS

C/L WALKING TRAIL

PARKING BORDER(TEL POLES ON GROUND)

72" VIN

IVAC

FEN

C E

2 ELEC PANELS

MOUNTED ON

WOOD PANEL

42" STEEL

RAILING

CONC STEPS

CONC PORCH

CONC STEPS

C O

N C

S /W

1-STORY

BRK BLDG

1-STORY

BRICK BLDG

(#16750)

CONC LANDING

CONC STEPS

72" PRIVACY

FUEL TANK

PVMT CUT

POND

MTL BLDG

(CORROSIVE

STORAGE)

LS TIMBER

WD DECK

LS TIMBER

FIBERGLASS BLDG

LIFT STATION

(#16748)

CANOPY

CONC PORCH

CONC RAMP

1-STORY BRICK BLDG

COAST GUARD EXCHANGE

(#16742)

CONC STEPS

CONC PORCH

BRK

WALL

CONC

RAMP

BRK

WALL

CONC S/W

PVM

T C

U T

PVM

T C

U T

CANOPY

(OUTDOOR

GRILLING)

-0.27

-0.37

-0.45

-0.26 -0.79

-0.60

0.40 0.20

0.63 1.14

0.22

0.65

0.46

1.07

0.54

0.98

7.14

3.89 4.13

4.24 4.48

4.32

4.174.11

FFE=7.09'

3.92 3.96 4.43

4.24 4.08

4.003.82

3.86

4.03 4.22 4.10

4.20

4.26

4.47

4.37

4.28

4.48

4.63

4.46

GAS LINE

FFE=6.67'

FFE=6.47'

PIV

ELEC MH

TOP=4.16'

BTM=1.23'

ELEC MH

TOP=3.20'

BTM=-1.00'

ELEC MH

TOP=4.05'

BTM=-1.70'

ELEC MH

TOP=3.82'

BTM=-1.28'

GAS LINE

ELEC MH

TOP=3.96'

BTM=-4.09'

4.25

4.15

4.03

3.93

4.04 4.00

3.683.753.903.98

4.574.434.504.57 4.55

5.12

4.96

FFE=6.55'

4.39

4.26

4.11

4.00

3.88 3.67

3.62

3.74

4.07

4.64

4.37

4.30

4.05

3.96

3.76

3.84 3.80

3.94

4.05

4.12

4.21

4.324.334.394.53

4.54 4.43 4.38

4.41

3.85

4.13

4.40

4.77

4.80

4.49

4.24

3.94

4.34 4.39

3.86

4.16

4.37

4.69

4.70

4.57

4.29

4.13 4.18

4.33

4.61 4.53

4.34

4.094.12

4.20

4.41 4.38

4.10

4.08

4.39 4.51 4.35

FFE=6.69'

TMH

TOP=4.17'

4.37

4.12

4.33

4.01

4.39

4.13

4.33

4.39

4.24

4.25

4.64

4.51

4.484.52

4.59

4.79

4.02

4.02 3.81

3.75

4.29

4.64

4.584.58

4.05

3.99

3.73

3.79

3.39

3.46

3.65

4.29 4.02

3.62

3.594.38

3.48

3.30

3.34

3.67

4.92

5.00

4.22

3.43

3.22

4.00

4.94

3.12

4.05

4.76 4.65

4.35

3.44 3.30

3.92

3.25

FOC MARKER

4.63

4.88 4.65

4.76 4.75

4.85

4.80

4.524.49

4.73

4.39

4.41 4.21

4.36 4.46

4.134.12

4.23 4.04

3.893.99

3.78 3.55

3.943.81

3.43

3.58

3.984.21

3.20 3.09

3.763.94

2.95 3.21

3.84 4.50

3.48

2.92

3.06

ELEC TRANS

PPT

GUY

CATV

TPED

3.14

3.20

3.06

3.44

3.13

2.88

2.48

2.43

2.31

2.75

2.88

3.52

2.81

3.58

3.99

4.12

4.31

4.15 4.10

3.89

ELEC TRANS (NJ002)

2.37 2.19

2.48 2.21 2.11

2.15 2.37

2.44 2.32

2.16 2.31

2.44 2.35

2.27

2.57 2.26

2.44 2.41

2.25

2.25 2.52

2.45 2.27

2.18 2.14

2.40

1.952.22 1.962.05

7.327.47

7.296.99

6.99

6.69

7.56 7.24

7.08 6.75

6.65 6.26

TMH

TOP=7.15'

BTM=1.75'

3.64

3.55

3.39

3.45

3.37 3.35

3.47

3.48

3.85

3.90

4.33

3.87

4.07

4.12

4.17 3.99

7.027.40 7.31

6.195.18 4.34

4.18 4.98

6.25

6.48 5.97

5.33 6.06 5.79

5.57

4.94

4.80 4.90

4.54

3.58

3.45

4.09 4.80

4.67

4.52

4.43

4.61

4.88

ELEC MH

TOP=3.49'

(LID BOLTED SHUT)

ELEC MH

TOP=5.25'

BTM=0.24'

POST (4"x4")

5.48

5.34

6.056.10

FFE=7.66'

7.19

5.86

5.21

5.86

5.89

5.48 5.56 5.03

5.25

BOL

7.42

7.32

4.33

4.42

4.49

4.19

4.10 3.90

4.04 4.19

4.09

3.96

4.17

3.85

3.88

4.03 4.17

3.89

4.17

4.29 4.42

4.50

4.33

4.08

ELEC MH

TOP=4.71'

BTM=1.78'

POST

4.22

4.35 4.38

4.46 4.43

4.47 4.62

4.63

4.79

4.77 4.69

4.66

4.29 4.52 4.65 4.67

4.644.604.404.224.334.29

4.46 4.48 4.47 4.64 4.84

POST

TOP=3.06'

BTM=1.45'

INV.OUT=1.51' (NE) 1-STORY

BRICK BLDG

(#16750)

3.5

3.54

A1 C-501

B3 C-501

B2 C-501

36'

SPILLW

N352539.23

E2696804.26

N352559.37

E2696860.78

2 GDI

TOP EL 3.50

BOTT EL -0.58

INV OUT EL 1.42,

CONTRACTOR TO VERIFY INVERT

ELEVATION. PIPE OUTLET

OPENING IN STRUCTURE SHALL BE

SIZED TO ACCOMMODATE FUTURE

18" RCP. FILL EXTRA OPENING

SPACE TO EXISTING PIPE WITH

GROUT.

2 GDI

TOP EL 3.50

BOTT EL -2.5

INV OUT EL -0.5 (18" RCP'S SW)

N352485.90 E2696963.62

N352461.92 E2696964.68

TOP EL 3.80

BOTT EL -2.5

INV IN -0.5 (24" RCP'S N)

INV IN 0.0 (24" RCP E)

INV OUT EL -0.5 (24" RCP'S SW)

A Joint Venture

NAMFFUH.ETNERT

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

23912

20' 0' 20' 40'

SCALE: 1''=20'

NEW WORK KEYNOTES:

1. DRAIN WET POND AND REMOVE ALL VEGETATION AND SEDIMENT. REPAIR ANY

AREAS OF POND STONE LINER OUTSIDE OF THE DEMOLITION LIMITS AS DEFINED ON

CD101 THAT HAVE DAMAGE. SEE PHOTO AND TYPICAL SECTION ON SHEET C-501.

2. REMOVE VEGETATION AND MOW DRY POND, SEE PHOTO. RESEED TO ESTABLISH

TURF.

3. CONSTRUCT OUTFALL WEIR STRUCTURE AND ROCK DIKE, SEE SHEET C-502.

4. REGRADE SPILLWAY TO TIE TO POND TOP OF BANK ELEVATION. SOD ANY REGRADED

AREAS. SEE TYPICAL SECTION ON SHEET C-501.

5. CONSTRUCT SWALE PARALLEL TO PARKING LOT . PROVIDE NCDOT CLASS A RIP RAP

LINER FOR 10 LF AT ENTRANCE TO OUTLET WEIR STRUCTURE. SEE TYPICAL SECTION

ON SHEET C-501.

6. CONSTRUCT 5'x5'x1.5' THICK CONCRETE SLAB ON GRADE CENTERED BENEATH SUMP

INLET PIPE.

7. CONSTRUCT NCDOT STANDARD DROP INLET WITH FRAME AND GRATE, NCDOT STD

840.29 & 840.35, SEE SHEET C-508. DROP INLET SHALL BE CONSTRUCTED WITH 2'

DEEP SUMP. CONNECT ALL EXISTING PIPES AND PROVIDE SILT SACK.

8. CLEAN EXISTING DROP INLET OF ALL SEDIMENT & DEBRIS AND PROVIDE SILT SACK.

9. INSPECT ALL GRAVITY STORM DRAIN PIPES AND CLEAN AS NECESSARY.

10. PROVIDE ASPHALT PAVEMENT AS REQUIRED (ESTIMATED QUANTITY SHOWN FOR

THIS SHEET ONLY), SEE B1/C-503. REPLACE ALL PAVEMENT MARKINGS REMOVED OR

DAMAGED DURING PAVING ACTIVITIES.

11. CONSTRUCT DROP INLET AND CONNECT EXISTING INLET PIPES TO REMAIN, SEE

A2/C-505.

12. CONSTRUCT 2-24" Ø RCP OUTLET PIPES (104 LF TOTAL) FROM NEW DROP INLET AND

CONNECT TO JUNCTION BOX. USE NCDOT STANDARD PIPE BEDDING FOR

UNSUITABLE MATERIAL FOUNDATION, SEE SHEET C-507.

13. REPLACE CONCRETE SIDEWALK, MATCH EXISTING.

35. EXCAVATE 8" DEEP AROUND EXISTING CONCRETE PAD AND 2' OUTSIDE FENCE

LIMITS. CONSTRUCT 8" MIN DEPTH (APPROX 16 CY) OF COMPACTED NO. 57 STONE

ON A LAYER OF WOVEN GETEXTILE FABRIC (APPROX 75 SY).

36. CONSTRUCT APPROXIMATELY 99 LF OF 8' HIGH WHITE VINYL SHADOWBOX FENCE,

HURRICANE RATED, WITH A 8' WIDE SWING GATE PER MANUFACTURER'S

SPECIFICATIONS.

37. CONSTRUCT JUNCTION BOX, SEE A1/C-506.

38. CONSTRUCT 2-24" Ø RCP OUTLET PIPES (108 LF TOTAL) FROM JUNCTION BOX TO

OUTFALL WEIR STRUCTURE.

39. CONSTRUCT 4 LF OF 24" Ø RCP AND BRICK PIPE PLUG.

MATCH LINE - SEE SHEET C-102MATCH LINE - SEE SHEET C-105

WET POND - LOOKING WEST

DRY POND - LOOKING NORTH

VEGETATION TO BE

REMOVED, TYP

ROCK DIKE

VEGETATION TO BE

REMOVED, TYP

10 13

±6 SY

±194 SY

±12 SY

±2 4'

±24'

DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC

3/26/2021

3/24/2021

DKoons

UKN ACCESS COVER

(NO ACCESS)

TOP=5.74'

CO SSMH

TOP=5.14'

BTM=2.49'

INV.IN=2.14' (SE)

INV.IN=2.13' (NW)

INV.OUT=1.95' (S)

SSMH

TOP=6.25'

BTM=3.16'

INV.IN=2.74' (E)

INV.OUT=2.39' (NW)

UKN ACCESS

COVER

TOP=5.69'

UKN ACCESS COVER

(NO ACCESS)

TOP=6.27'

UKN ACCESS CO

VER

(NO

ACCESS)

P=4.19'

3.58

3.65

3.56

3.62

3.47 7.04

7.23

7.0

6.085.825.53 4.21

5.93

FFE=7.48'

WEAPONS CLEARING

STATION

PARKING BORDER

(TEL POLE ON GROUND)

CANOPY

GRAVEL

PARKING BORDER

(TEL POLES ON GROUND)

42" STEEL

RAILING

42" STEEL

RAILING

42" STEEL RAILING

WOOD WALK

WATER

PIV

WD POSTS

BOL

36" STEEL

RAILING

C O

N C

ALL

BOX WITH

WATER VALVE

GRASS

CONC.

BUMPER

6"PVC

TOP=3.67

BTM=2.71

TOP=6.23

BTM=4.84

INV OUT=4.86

CONC

WALL

ELEC HH

TOP=2.01

ELEC HH

TOP=1.94

ELEC HH

TOP=2.08

FLO

ATIN

G D

O C

FLO

ATIN

D O

C K

BOLLARDS

DRAIN

TOP=3.61

DRAIN

TOP=3.59

CONC

WALL

CONC

BOAT

RAMP

W O

O D

D O

C K

8"PVC

6"PVC

SSMH

TOP=3.42

BTM=0.06

INV IN (N)=-0.53

INV IN (W)=-0.44

INV OUT=-0.53

WOOD RAIL

CONC.

FOC SIGN

ELEC. MANHOLE

TOP=6.36

BTM=1.82

C O

N C

CONC SW

STEPS

EMER. PUMP

SHUTOFF

TELEPHONE

METAL POST

W/ LIFE

PRESERVER

ACCESS

COVER

TOP=3.60

DIESEL

PUMP

GAS PUMP

BOX

WOOD

DECK

ELEC. JB

TRANS

#ND640

ELEC PANEL

TOP=3.64

BTM=2.64

INV=2.68

GAS LINE

DIESEL LINE

1000 GALLON

DIESEL TANK

500 GALLON GAS

TANK

TRENCH

DRAIN

TOP=5.85

BTM=5.10

ACCESS LID

UNKNOWN UTILITY

TOP=3.64

ACCESS PANEL

NO ACCESS

TOP=3.17

2" METAL

PIPES

ELEC

PANEL

& BOX

SEWER

PUMP

TOP=3.96

ELEC

BOX

ELEC.

PANEL

CONC. WALL

CONC.

BUMPER

CONC.

BUMPER

500 GALLON

WASTE OIL TANK

CONC

CONC.

BUMPER

36" STEEL

AILIN

1 STORY BRICK

BUILDING

BLDG #16740

ELEC. LINE

(HANGING

UNDER DECK)

CONC. PILINGS

METAL

RAMP

CONC. PILINGS

WOOD DOLPHIN

(PILINGS)

ELEC HH

TOP=2.08

ELEC. LINE

(HANGING

UNDER DECK)

ELEC

BOX

FLO

ATIN

D O

C K

WOOD DOLPHIN

(PILINGS)

ELEC HH

TOP=2.06

ELEC

BOX

ETAL R

16" FIBERGLASS

PILING

16"

FIBERGLASS

PILING

ELEC

BOX

ELEC

SHUTOFF

CONC

RAMP

42" STEEL

RAILING

ACCESS PANEL

BOLTED SHUT

TOP=3.73

ELEC JUNCTION BOX

FLO

ATIN

G D

O C

U E

CLEAT

6.25

6.85 7.04

7.27

WM4.60

4.56

5.104.14

4.25

FLAG

BOL

WATER LINE

TMH

TOP=3.91'

ELEC MH

TOP=3.72'

BTM=-0.38'

FFE=5.98'

CONTROL POINT #2071

RBC

N=352839.43 E=2697005.10

ELEV.=5.42

CONC

C O

N C

S/W

" P

V C

6" PVC

S S

10" PVC

END UKN

8" PVC

36" STEEL

RAILING

BRK

CONC S/W

LS TIMBER

USCG (#70093)

TOWER

5' WD

WALL

LS TIMBER

BRICK WALL

CONC STEPS

CANOPY

CONC

LS TIMBER

C O

N C

S/W

CONC S/W

C O

N C

S/W

CONC S/W

C O

N C

S/W

DRYING RACK

FOR BUOYS

84" CHLK

G A

84" C H

CONC STEPS

36" STEEL

RAILING

36" STEEL

RAILING

CONC RAMP

120" CHLK

120" C H

48" C

48" C H

48" C

120" C H

120" CHLK

120" C H

48" C

LS BORDER

CONC

STORAGE SHELTER

(#67663)

1-STORY

MTL BLDG (GYM)

(#16754)

CONC

STEPS

CONC STEPS

PULL-UP

BARS

LS TIMBER

VOLLEYBALL

AREA

LS ROCK

LS TIM

BER

LS TIMBER

2-STORY

BRICK BLDG

(#16751)

MTL POLE

RUNNING

THROUGH POSTS

(#16743)

SHED

TENNIS

COURT

5.56

5.47

5.56

5.61

5.53

5.48

5.59

5.79

5.85

7.805.85

7.835.80

7.57 5.84

7.25

5.70

5.74 7.74

4.67

3.92

3.85

4.05

4.46

4.50

4.99

4.18

5.03

POST (4"x4")

10" WD POST

5.16

5.39

4.49

5.42 6.62

7.21

7.28 5.82

6.02 7.38

7.47

5.56 5.45

5.47 5.54

5.27

5.21 4.97

4.28

4.14

4.48

3.61

4.03

3.96

FFE=6.05'

4.61

4.57

3.92

3.82

5.23

4.53

4.09

3.80 3.93

4.31

4.96

5.76 5.73

4.87

4.51

4.89

5.29

5.96 5.43

5.14

4.75

4.53

POST

TMH

TOP=5.27'

BTM=-0.23

TPED

ELEC JB

4.85

4.80

4.62

4.59 4.83

4.87 4.77

4.77 4.71

4.664.63

4.73 4.64

4.76 4.69

4.63 4.58

5.98

5.85 6.13

6.115.79

5.905.58

5.69

6.02

6.75

6.83

6.82

6.68

6.02

6.06

6.28

6.36

6.996.546.36

6.866.52

6.236.14

FFE=10.56'

5.78 6.07

5.61 5.24

5.16 5.67

5.67 5.705.68

5.56

5.62

6.03

6.05

6.10

6.12

6.02 5.83

5.89

5.82

5.88

5.84

5.87

BASKETBALL GOAL

TENNIS NET POST

TENNIS NET

POST

WD POST

5.57

4.93 4.81

4.95

5.03

5.23

5.29

5.33

5.46

5.39

5.28

WD POST

5.225.54

6.36 7.128.07

7.86

7.92 7.22

5.83

5.64

5.47 5.28

5.285.49

TBM

PAINTED "X" ON CONC

N=352824 E=2696881

ELEV.=3.65'

FFE=8.12'

FFE=8.10'

5.66

5.42

5.66

5.46

5.43

VOLLEYBALL NET POST

5.11 4.89 4.92 4.88

4.965.204.94

5.81 5.26 5.06 5.30 5.26 5.00 4.92 4.76

4.714.82 4.91

5.08 4.91

4.965.285.89

5.73 5.25 5.08 5.01 5.26 4.98

4.92 4.84

5.045.13 5.05

5.225.055.015.205.57

5.32 5.00 5.00 5.10 5.20 5.15

5.07 4.86

4.795.005.025.115.124.944.955.30

5.06 4.75 4.81 4.95 4.98 4.95 4.95 5.05

4.784.744.834.724.734.544.524.74

4.47 4.35 4.29 4.52 4.65 4.67 4.64 4.77

5.60

5.46

5.74

5.485.62

6.20

5.98

5.32

5.58

5.68 5.47

5.29 5.57

5.43 5.18

5.32 5.84

6.26

6.72

FFE=7.49'

BOL BOL

7.15

6.73

6.60

POST

6.10

3.91

3.72

3.82

POST

CLEAT

FFE=7.48'

SSMH

TOP=4.37

BTM=1.48

INV IN (E)=2.51

INV IN (SE)=3.18

INV OUT (N)=0.95

2 GDI

TOP EL 3.25

BOTT EL -1.56

INV OUT EL 0.44

A Joint Venture

NAMFFUH.ETNERT

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

23912

20' 0' 20' 40'

SCALE: 1''=20'

MATCH LINE - SEE SHEET C-101

- S

-1

NEW WORK KEYNOTES:

7. CONSTRUCT NCDOT STANDARD DROP INLET WITH FRAME AND GRATE, NCDOT

STD 840.29 & 840.35, SEE SHEETC-508. DROP INLET SHALL BE CONSTRUCTED

WITH 2' DEEP SUMP. CONNECT ALL EXISTING PIPES AND PROVIDE SILT SACK.

10. PROVIDE ASPHALT PAVEMENT AS REQUIRED (ESTIMATED QUANTITY SHOWN

FOR THIS SHEET ONLY), SEE B1/C-503. REPLACE ALL PAVEMENT MARKINGS

REMOVED OR DAMAGED DURING PAVING ACTIVITIES.

14. PROVIDE VARIABLE DEPTH PAVEMENT OVERLAY (1" MINIMUM) USING S9.5B

ASPHALT SURFACE COURSE. PLACE TACK COAT ON ALL AREAS RECEIVING

OVERLAY. MATCH EXISTING ELEVATIONS ALONG EDGES AND PROVIDE A

SMOOTH GRADE TO DRAIN TO THE NEW DROP INLET. REPLACE ALL

PAVEMENT MARKINGS REMOVED OR DAMAGED DURING PAVING ACTIVITIES.

15. INSPECT EXISTING INFILTRATION SYSTEM AND CLEAN 2"Ø INFILTRATION PIPES

AS REQUIRED (12 PIPES @ ±36 LF EACH).

40. CONSTRUCT 116 LF OF 24" OUTLET PIPE FROM DROP INLET TO DROP INLET.

15' R

14 ±152 SY

±178 SY

DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC

3/26/2021

3/24/2021

DKoons

SSMH

TOP=3.23'

BTM=0.35'

INV IN (N)=-0.09'

INV IN (NW)=-0.18'

INV OUT (S)=-0.18'

SSMH

TOP=3.83'

BTM=-1.91'

INV.IN=-2.43' (N)

INV.IN=-2.31' (SW)

INV.IN=2.02' (SE)

INV.OUT=-2.37' (S)

ELEC PANEL

2.88

2.93

2.91

2.86

2.93

2.89

2.84

2.80

2.78

2.84

473.312.87

2.86

2.90 2.86

2.96

3.32

3.35

3.06

3.01

2.93

2.82

3.03

3.17

3.29

3.38

3.12

3.06

2.91

2.80

3.41 3.49 3.51

3.553.51

3.43

3.24 3.13

3.08

3.18

3.30

3.36

3.55

3.52

3.48

3.31

3.09

3.07

3.11

3.58

3.55

3.60

3.61

3.53

3.50

3.49

3.47

3.49

3.46

3.43

3.40

3.41

3.47

3.43

3.49

3.53

3.44

3.37

3.41

3.45

3.38

3.37

3.40

3.43

3.52

3.47

3.43

3.07

3.15

3.16

3.26

3.39

3.19

3.36

3.30

3.22

3.10

3.05

3.06

3.03

3.07

3.13

3.24

3.26

3.31

3.37

3.543.46 3.373.32

3.21 3.10

3.24

3.21

3.27

3.19

3.14

3.12

3.08

3.01

2.93

2.74

2.95

2.83

2.90

2.91

2.94

3.01

3.04

3.00

2.97

3.01

CL DITCH

PVMT CUT

GRAVEL

FFE=4.70'

FFE=4.55' LP TANK

ELECPANEL

EDGE CONC

EDGE CONCBOAT TIE

BOLLARD

BOGUE SOUND

TOP=2.78

BTM=2.37

TOP=2.64

BTM=1.42

E C O

N C

CONC.

WALL

NC CUT

BOAT SLIP

SSMH

TOP=4.35

BTM=2.13

INV IN (N)=2.43

INV IN (NE)=2.40

INV IN (E)=1.77

INV OUT (S)=1.70

STMH

TOP=3.31'

BTM=-0.69'

INV OUT=-0.19'

C 6"

SSMH

TOP=3.30

BTM=1.77

INV IN (N)=1.34

INV OUT (S)=1.17

CONCCONC

TRENCH

DRAIN

FUEL CONTAINMENT AREA

WATER

LINE SEWER

PUMP

CONC.

WALL

POWER MODULE

ELEC. INTERLOCK

ON CONC. PAD

WOOD

PILING

ACCESS COVER

TOP=2.85

ACCESS COVER

TOP=2.96

ACCESS COVER

NO ACCESS

TOP=2.92

8.55

5.58

7.556.37

346.

8.32

666.

8.03

7.95

116.

6.45

5.78

5.45

5.92

WVFH

3.28

4.48

ELEC HH

TOP=3.79'

WM FH

ELEC HH

TOP=3.59'

CLEAT

WVWV

ELEC JB (#NJ0005)

TOP=4.86'

TBM #2061

"X" ON BONNET

BOLT OF FH

N=353432

E=2697140

ELEV.=8.78

CONTROL POINT #2065

CONTROL POINT #2066

PKS

N=353338.03 E=2696832.31

ELEV.=2.93

CONTROL POINT #2069

RBC

N=353440.22 E=2697140.02

ELEV.=6.62

CONC PORCH

84" CHLK 3SBW

1-STORY

BLOCK BLDG

(#16759)

CONC

PVM

T C

U T

P V

M T C

U T

PVMT CUT

SERVICE LINE

PVMT CUT

4" PVC

6" DIP

SSMH

TOP=3.65'

BTM=-0.71'

INV.IN=-1.12' (N)

INV.IN=-0.73' (E)

INV.IN=-1.08' (NW)

INV.OUT=-1.05' (S)

END

UKN

6" DIP

6" D

ALUMINUM STEPS

RAISED ALUMINUM DECK

BLOCK WALL

CONC

1-STORY

MTL BLDG

5 ELEC PANELS

MOUNTED ON

WOOD PANELING

RIP RAP

1-STORY

CEMENT

BLDG

36" STEEL

RAILINGCONC

STEPS

CONC LANDING

CONC WALL

1-STORY

CEMENT BLDG

(#67652)

GRAVEL

36" STEEL RAILING

CONC RAMP

1-STORY

BLOCK BLDG

(HAZMAT)

ASPHALT

1-STORY

FRAMED BLDG

(#16758)

1-STORY

FRAMED BLDG

(#16761)

C O

N C

ALL

CONC

STEPS

36" STEEL RAILING

CONC STEPS

CONC

PORCH

2-STORY

CONC BLDG

(#16746)

1-STORY

BLOCK BLDG

(#16755)

1-STORY

BLOCK BLDG

(NO #)

36" STEEL

RAILING

CONC

PORCH

CONC

STEPS

CONC

STEPS

36" STEEL RAILINGCONC STEPS

POWER MOD

INTERLOCK

C O

N C

ALL

C O

N C

ALL

C O

N C

ALL

2-STORY

BLOCK BLDG

(#16744)

7.355.77

5.88 7.77

7.36 5.81

5.61

6.56

7.035.47

5.32 7.10

5.98

5.13

5.06 5.83

6.314.92

5.07 6.63

6.995.20

7.375.50

7.045.96

TMH

TOP=5.70'

BTM=-0.47'

7.42

7.29 7.64

7.88

7.87 7.46

6.94

6.95 7.37

7.85

7.76

7.43 6.68

4.63 5.56

6.46

6.53

6.095.04

5.01 6.05

5.98

4.96 5.63

5.59 5.1

FFE=8.05'

5.45

5.28

5.135.41

5.615.705.68 5.67

5.35 5.19

5.16 4.88

5.08 4.95

5.28 5.33

5.14 5.03

5.25 5.31

5.42 5.50

5.24

5.31

5.40

5.12

5.22 4.56

4.53

POST

5.16 5.06 5.10 5.09

5.33

5.48

5.66

4.78

3.78

4.08

4.31

5.615.63

5.65

ELEC ACCESS COVER

TOP=4.94'

5.345.42

5.30

FFE=4.63'

ELEC HH

TOP=4.97'

3.96 3.75

4.00

REGULATOR

SS ACESS LID

TOP=4.60'

PIV

FFE=8.02'

5.58

5.79

5.46

4.99

5.70

5.46

5.38

5.39

5.56

5.48

5.57

5.54

5.38 5.40

5.50

5.48

5.38

5.21

5.02

5.08

5.07

5.00

5.22

5.37

FFE=3.54'

3.69

3.78

3.81

BOL

FFE=4.00'

FFE=4.59'

TBM

PAINTED "X" ON CONC

N=353316 E=2696933

ELEV.=3.39'

3.68

3.91

3.60 3.88

3.81

3.88

3.76

3.96

3.91

3.92

POST

SS PUMP

CLEAT (50 TON)

CLEAT

3.20

3.32

3.57

3.61

BOL

FFE=8.06'

FFE=3.98'

PAINTED "X" IN CONC

ELEC ACCESS COVER

TOP=3.41'

FFE=8.09'

FFE=5.19'

FFE=8.10' BOL

BOL

FFE=3.96'

BOL

ELEC

ACCESS COVER

TOP=3.10'

BOAT TIE

WATER LINE

HOOKUP

BOL

SS PUMP

BOAT TIE

CLEAT

BOAT

TIE

CLEAT

4.15

TOP=4.77'

SD SD

U D

N353403.58

E2697143.43

N353211.56 E2696975.34

N353206.42 E2696976.77

N353396.59 E2697023.87

N353377.84

E2696954.60

INV EL 2.0

N353181.86 E2696868.70

N353176.70 E2696870.07

A Joint Venture

NAMFFUH.ETNERT

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

23912

20' 0' 20' 40'

SCALE: 1''=20'

N NEW WORK KEYNOTES:

10. PROVIDE ASPHALT PAVEMENT AS REQUIRED, SEE B1/C-503. REPLACE ALL

PAVEMENT MARKINGS REMOVED OR DAMAGED DURING PAVING ACTIVITIES.

16. PROVIDE CONCRETE PAVEMENT AS REQUIRED, SEE C1/C503 & C2/C-503.

REPLACE ALL PAVEMENT MARKINGS REMOVED OR DAMAGED DURING PAVING

ACTIVITIES.

17. CONSTRUCT ISD BUILDING UNDERDRAIN SYSTEM AND LIFT STATION, SEE

A1/C-503.

18. CONSTRUCT APPROXIMATELY 280 LF OF 8" UNDERDRAIN, SEE B2/C-503.

UNDERDRAIN CONSTRUCTION ADJACENT TO FENCE SHALL PROGRESS IN A

CONTINUOUS OPERATION TO MINIMIZE DELAY OF SECURITY FENCE

REINSTALLATION.

19. CONSTRUCT APPROXIMATELY 330 LF OF 8" SDR 17 HDPE OUTLET PIPE AT

0.45% SLOPE. SEE NOTE 1.

20. CONSTRUCT INFILTRATION DITCH CONTROL STRUCTURE AND TRENCH DRAIN,

SEE B1/C-504.

21. REGRADE EXISTING DITCH AS REQUIRED TO DIRECT OVERFLOW TO CONTROL

STRUCTURE.

22. CONSTRUCT OUTLET PIPE SHEET PILE WALL PENETRATION, SEE A4/C-504.

23. NOT USED.

24. REINSTALL SALVAGED 4x4 POSTS AND ROPE FENCE.

25. RESET APPROXIMATELY 300 LF OF 84" HIGH CHAIN LINK FENCE. SECURITY

FENCE MUST BE INTACT AT THE END OF EACH DAY. PROVIDE AND REPLACE 3

STRAND BARBED WIRE AFTER FENCE REINSTALLATION IS COMPLETE.

26. CONSTRUCT 70 LF OF TRENCH DRAIN, SEE A2/C-506 AND 130 LF OF

10" PVC SCH 40 OUTLET PIPE, SEE B2/C-506. CONNECT OUTLET PIPE TO

EXISTING STORMCEPTOR CONTROL STRUCTURE, SEE C2/C506.

27. CONSTRUCT 14" Ø PVC OUTLET PIPE WITH INLINE FLEXIBLE CHECK VALVE

FROM EXISTING STORMCEPTOR THRU EXISTING 22" Ø FLANGED BULKHEAD

OPENING, SEE C2/C-506.

28. PROVIDE CONCRETE SLAB, SEE B4/C-503.

MATCH LINE - SEE SHEET C-104

NOTES:

1. POSSIBLE TRANSITE UNDERGROUND PIPES MAY BE LOCATED IN THIS AREA .

CONTRACTOR MUST HAND EXCAVATE FOR PIPE INSTALLATION TO AVOID

DAMAGE TO EXISTING UNDERGROUND UTILITIES. CONTRACTOR MAY REVISE

PIPE ROUTE IN THIS AREA TO AVOID CONFLICTS WITH EXISTING UTILITIES.

2. EXISTING FOOTBRIDGE SHALL REMAIN AND BE PROTECTED. CONTRACTOR

SHALL HAND EXCAVATE UNDER EXISTING BRIDGE FOR PIPE INSTALLATION. IF

DAMAGED DURING CONSTRUCTION THE CONTRACTOR SHALL REPAIR TO

ORIGINAL CONDITION AT NO ADDITIONAL PAYMENT.

3. EXISTING COMMUNICATION CONDUITS ARE LOCATED IN THESE AREAS, SEE

DRAWING T-101. CONTRACTOR SHALL LOCATE BEFORE EXCAVATING AND

PROTECT DURING CONSTRUCTION OF LIFT STATION, UNDERDRAIN AND FORCE

MAIN

SEE NOTE 1

±125 SY

±92 SY

±13 SY

±8 SY

±115 SY

±36 SY

±30 SY

±170 SY

SEE SHEET C-401 FOR ADDITIONAL

CONSTRUCTION DETAILS IN THIS AREA

±15 SY 28

APPROXIMATE LOCATION OF EXISTING

FOOTBRIDGE TO REMAIN, SEE PHOTO & NOTE 2

EXISTING FOOTBRIDGE

EXISTING FOOTBRIDGE,

TO REMAIN

EXISTING

COMMUNICATION

CONDUITS IN THESE

AREAS, SEE NOTE 3

DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC

3/26/2021

3/24/2021

DKoons

SSMH

TOP=6.23'

BTM=3.29'

INV IN=3.11'

INV OUT=3.06'

SEWER

PUMP

TOP=7.00'

6.29

6.77

6.85 6.79

6.42

6.85

6.96

7.98 7.33

2.84

6.52

6.75 6.69 6.80

6.75 6.75

6.70

6.75

6.79

6.69

6.61 6.45

6.58

6.64

6.48

6.38

6.30

6.24

6.276.05

6.11

6.18

6.15

5.78

ASPHALT CURB

CONC SW

FFE=7.41'

84" C H

LK 3SBW

84" C H

LK 3SBW

ELECPANEL

GRASS

E O F R

IPR

EDGE OF RIPRAP

WOOD

BUMPER

WOOD

BUMPER

BOGUE SOUND

CONCSEAM

GRAVEL

OOD B

OLL

CONNEC

D W / R

OPE

CONC

6"PVC

CONC

DOCK

CONC

DOCK

ASPHALT

CONC.

WALL

ACCESS COVER

TOP=8.04

6" D

4"DIP

WOOD PILING

(typ.)

WOOD PILING

(typ.)

72" CHLK

1 STORY

WOOD BLDG

(20' x 20')

ASPHALT

72" CHLK

GATE

1 STORY

WOOD BLDG

(26' x 20')

1 STORY

WOOD BLDG

(25' x 20')

ELEC HH

TOP=6.81

72" CHLK

36" CHLK

84" CHLK

3SBW

84" CHLK

3SBW

WOOD WALL

WOOD

BULKHEAD

USCG

SIGN

METAL

BOLLARD

METAL

BOLLARD

RIPRAP

CORRUGATED

METAL JETTY

CORRUGATED

METAL JETTY

U/G ELEC.

TO DOCK

CONC

RAMP

WOOD DOLPHIN

(PILINGS)

ACCESS COVER

TOP=7.98'

ACCESS COVER

GRASS

ELEC. PANEL

ELEC. BOX

3 PHASE

OUTLET

ACCESS COVER

TOP=8.07

WATER

HOOKUP

CONC

RAMP

CONC.

WALL

ACCESS COVER

TOP=6.39

ACCESS COVER

TOP=5.99

WOOD BOLLARDS

CONNECTED W/ ROPE

ELEC. PANEL METAL

BOX

WOOD PILING

(typ.)

WOOD

PILING

6.49 7.11

6.08 6.10

6.07 5.36

5.35 5.42

6.06

6.33

WVWV

6.83

6.80

6.78

ELEC HH

TOP=7.03'

6.91

7.20

6.71

6.75

6.75 6.73

FFE=7.24'

FFE=7.33'

8.67

9.16

10.71

9.23 8.47

7.738.42

7.02 7.27

7.16 7.26

7.77 7.57

7.21

5.99 6.23

5.53

-3.63

-2.95-2.87

-1.94

3.06

3.73

3.70

2.90

3.19

1.38

-0.22 -0.12

0.99

2.34

2.83

3.68

4.08

7.06 7.327.32

7.24

6.18

5.75

5.73

5.88 6.27

6.73

7.08

7.22 6.96

7.31

7.04

4.67

ELEC ACCESS

TOP=4.30'

5.84

6.04

5.77

5.64

CLEAT

DRAIN

TOP=8.05'

5.43

5.29

4.67

4.44

3.37

3.43 3.82

4.66

5.02

5.84

6.03

5.71

5.98

6.02

6.04

6.02

5.92

5.93

6.47

6.50

6.52

6.25

6.05

ELEC JB

#NJ0006

WM FH

TBM #2060

"X" ON BONNET

BOLT OF FH

N=353609

E=2696881

ELEV.=7.76

CONTROL POINT #2067

RBC

N=353582.41 E=2696814.50

ELEV.=4.98

CONTROL POINT #2068

RBC

N=353777.69 E=2697089.28

ELEV.=7.04

CONTROL POINT #2076

NO 2 1973

PID: AC7535

N=353737.09 E=2696975.78

ELEV.=6.20

PVMT

CUT

PVMT CUT

SSMH

TOP=7.92

(MANHOLE BOLTED DOWN-

INACCESSIBLE)

6"PVC

CONC

LP TANK

CONC WALL

CONC

GRAVEL

TOP=5.86'

(STR FULL

OF GRAVEL)

C O

N C

WOOD SHED

6" CONC WALL

BOAT TIE CONC

ASPHALT

CONC

7.71

7.32

7.70 7.08

7.697.91

7.98 7.75 7.42

4.62

5.26

5.25 5.59

5.69

5.17

5.79

5.58

5.39

5.90

5.52

4.60

4.77

ELEC HH

TOP=4.77'

ELEC HH

TOP=6.14'

BOAT TIE

6.20

6.38

6.30

6.28

6.36

6.40

FFE=8.08'

6.96 7.14

7.19 6.88

7.147.09

6.52

6.17

6.54 7.40

7.62

7.61

7.59 7.63

7.75 7.41

6.666.526.476.516.546.536.426.476.506.406.25

5.98 5.95 6.04 5.99 5.98 6.07 6.09 6.20 6.35 6.49

6.005.87 5.765.695.615.655.655.685.75

5.95 6.25

6.13

6.00

6.035.875.72 5.835.825.896.44

CATV

ELEC TRANS

ON CONC PAD

(1CKN51)

TMH

TOP=6.80'

BTM=0.80'

6.90

6.97

6.53 6.62

(-2

(-3

(-1

(-1)

(-2)

(-3)

SD SD SD

S D

U D

N353749.08

E2697038.82

N353758.41

E2697039.27

2 GDI

TOP EL 5.25

BOTT EL 1.80

INV OUT EL 2.80

2 GDI

TOP EL 5.25

BOTT EL 1.80

INV OUT EL 2.80

2 GDI

TOP EL 5.25

BOTT EL 1.80

INV OUT EL 2.80

MHHW

A Joint Venture

NAMFFUH.ETNERT

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

23912

20' 0' 20' 40'

SCALE: 1''=20'

MATCH LINE - SEE SHEET C-103

NEW WORK KEYNOTES:

10. PROVIDE ASPHALT PAVEMENT AS REQUIRED, SEE B1/C-503. REPLACE ALL

PAVEMENT MARKINGS REMOVED OR DAMAGED DURING PAVING ACTIVITIES.

16. PROVIDE CONCRETE PAVEMENT AS REQUIRED, SEE C1/C-503 & C2/C-503.

REPLACE ALL PAVEMENT MARKINGS REMOVED OR DAMAGED DURING PAVING

ACTIVITIES.

18. CONSTRUCT APPROXIMATELY 280 LF OF 8" UNDERDRAIN, SEE B2/C-503.

UNDERDRAIN CONSTRUCTION ADJACENT TO FENCE SHALL PROGRESS IN A

CONTINUOUS OPERATION TO MINIMIZE DELAY OF SECURITY FENCE

REINSTALLATION.

25. RESET APPROXIMATELY 300 LF OF 84" HIGH CHAIN LINK FENCE. SECURITY

FENCE MUST BE INTACT AT THE END OF EACH DAY. PROVIDE AND REPLACE 3

STRAND BARBED WIRE AFTER FENCE REINSTALLATION IS COMPLETE.

29. CONSTRUCT INFILTRATION INLET, SEE A4/C-505. PROVIDE SILT SACK.

30. CONSTRUCT 184 LF OF 8" PVC CONCRETE ENCASED OVERFLOW PIPE, SEE

C3/C-505.

31. CONSTRUCT OVERFLOW CONTROL STRUCTURE, SEE A1/C-505.

32. CONSTRUCT OVERFLOW LEACH FIELD, SEE C1/C-505. SEE NOTE 1.

NOTES:

1. CONTRACTOR SHALL NOT DISTURB OR PLACE ANY MATERIAL WITHIN 30 FEET

OF THE MHHW LINE, EL +1.5.

3 - 40 LF 6" Ø PERFORATED PIPE

(120± LF TOTAL), CAP TERMINAL

ENDS

8" 45° ELL

8"x6" REDUCING

90° ELL, TYP

APPROXIMATE MEAN HIGHER

HIGH WATER (MHHW) LINE, EL +1.5

±70 SY

16 ±38 SY

DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC

3/26/2021

3/24/2021

DKoons

SS ACCESS

TOP=10.99'

(INACCESSIBLE, LOCKED)

SS ACCESS

TOP=10.95'

(INACCESSIBLE, LOCKED)

ELEC PANEL

SS ACCESS

TOP=10.95'

(INACCESSIBLE, LOCKED)

CCES

.95

(IN

CES

E, LO

CKE

CONTROL PANEL

3.57

3.79

3.83

3.79

3.86

3.98

3.85

3.87

3.79

3.68

3.61

3.72

3.68

3.64

3.69

3.67

3.66

3.68

3.69

3.70

3.78

4.06

4.08

4.10

4.11

3.85

3.87

3.90

3.87

3.84

3.88

3.89

3.91

3.83

7.45

7.55

3.66

3.62

3.59

HOT BOX

CONTROL POINT #1572

RBC

N=352801.54 E=2696471.05

ELEV.=8.25

CONTROL POINT #1573

RBC

N=352695.69 E=2696666.03

ELEV.=5.93

GRT

.2 3'

GRT

.1 1'

FFE=7.54'

10" WD

POSTS

BOL

C H

AIN

R O

U G

H 10" W

STS

W D

ALL

4"x4"

POSTS (4)

10" PO

C O

N C

ALL

C O

N C

ALL

GRASS

BOLLARDS

CONC

WALL

C O

N C

ALL

N O

T FO

N D

(TO

EEP)

CONC

WALL

G R

ASS

GRASS

WOOD

PILING

(typ.)

ELEC PANEL

120 VOLT

480 VOLT

STREET LIGHT

CONTROL

CONC

BOAT

RAMP

METAL/CONC

BOLLARDS

SSMH

TOP=7.14

BTM=-2.39

BOLLARD

METAL/CONC

BOLLARDS

VENT PIPE

BREAK IN

CONC WALL

WOOD DOLPHIN

16" FIBERGLASS

PILING

SHUTOFF

WALL

CONC

U/G ELEC

ELEC JUNCTION BOX

C O

N C

C U

CONC C

WOOD

PILING

(typ.)

WATER SERVICE

AIR VALVE

AIR LINE

SEWER

PUMP

ELEC PANEL

ON CONC PADS

CONC

PADS

CONC

GRAVEL

ELEC. PANEL

LIFT STATION

BLDG# 67648

FIBERGLASS BLDG

ON CONC PAD

4.18

3.89

3.93

4.14

4.62

4.38

4.58

5.18

5.33 5.21

5.04 4.87

7.36

7.25 3.804.10

3.70

3.90

3.78

3.72

3.84

7.64

7.82

8.16

8.18 7.69

7.29

TBM #50

"X" ON BONNET

BOLT OF FH

N=352920 E=2696691

ELEV.=7.33

CONTROL POINT #2073

RBC

N=352709.19 E=2696752.66

ELEV.=4.96

E=2696729.09

ELEV.=3.64

ELEC PANEL (TYP.)

CONC

GRAVEL

SSIBLE

NNECTIO

GRT

.0 4'

GRT

TOP=11.17'

GRT

.1 9'

GRT

.0 7'

GRT

.0 9'

GRT

.0 5'

GRT

SOLID WASTE

SIFTER BOX

GRT

TOP=11.07'

GRT

.0 6'

GRT

TOP=11.04'

GRT

FIBERGLASS BLDG

(CHEMICAL STORAGE)

36" STEEL

RAILING

CONC STEPS

ROPE FENCE

WITH 4"x4"

POSTS

ROPE FENCE

WITH 4"x4"

POSTS

LEACH FIELD

ELEC PANEL

MOUNTED ON

WOOD PANEL

ELEC PANEL

MOUNTED ON

WOOD PANEL

POSTS (4"x4")

84" CHLK 3SBW

SOIL PATH

GAZEBO

84" CHLK 3SBW

MTL BLDG

2-STORY

MTL BLDG

(#49763)

PARKING STOP

C O

N C

S/W

DUM

PSTER PAD

PARKING

STO

PARKING

STO

CONC S/W

1-STORY

BRICK BLDG

(#16741)

LS BORDER

8.71

8.24

8.55 9.25

9.64

9.49

8.81

8.16

7.98

8.74

8.75

8.788.90

8.89 8.95

8.89

8.84

8.93

8.73

8.60 8.54

8.59 8.74

8.70 8.72

8.67 8.43

7.70

6.85

7.62

7.52

7.82

7.62

7.64

7.69

7.89

7.88

7.92

8.00

8.37

8.50

8.51

8.22

8.53

8.58 8.18 7.44

7.67

7.167.40 7.69

7.88

8.33

8.45

8.50

8.42

8.44 8.47

8.47 8.51

8.14

7.64 7.01

6.56

5.46 5.52

5.38 5.36

5.49

5.32

4.995.04

5.41

5.44

5.30

5.39

5.09

5.06

5.42

5.64

6.09

7.24

7.58

8.85

8.77

8.57

8.45

8.69

8.73

8.86

8.49

8.53

8.42

8.55

8.41

8.43

8.30

8.26

8.25

8.24

8.33

FAUCET

FAUCETEO

FAUCET

CCES

.1 1'

(IN

CES

E, L

OCKE

SS ACCESS

TOP=11.13'

(INACCESSIBLE, LOCKED)

SS ACCESS COVER

TOP=8.17'

BTM=2.13'

7.75

7.45

7.40

7.38

7.36

7.42

7.61

7.68

7.81

7.91

7.78

6.83

7.56

7.53

7.98

7.86

7.43

7.64

7.71

7.50

7.537.31

7.14

7.32

7.31

7.57

7.30

6.61

6.75

7.12

7.40

7.38

7.43

7.47

7.35

7.48

FFE=8.43'

5.05

5.08 5.25

5.39

5.46 5.53

4.44

4.29 4.304.35

4.18

4.51

4.86 4.67

4.86

5.34

4.93 5.06

4.70

4.80

5.40 6.25

ELEC MH

TOP=5.35'

ELEC MH

TOP=5.35'

4.90

6.30

6.49

4.89 4.87

6.79

6.68

7.39

6.67

6.68

6.34

7.23

4.31

4.32

4.24

3.71

4.01

3.86

3.87

4.60

5.15

5.73

6.25

6.20

7.10

6.96

7.13

6.90

6.37

5.66

5.34

5.03

5.36

4.90

FFE=8.43'

PARKING

RESERVATION

SIGN

WD POST

7.04

7.10

7.05

7.11

7.20

7.22 7.64

7.76

7.24

7.087.71

7.95 7.23

SS VALVE

7.95

7.98

7.95

SS HH

TOP=8.52'

7.38

7.41

7.22

7.17

7.07

6.85

6.73

4.245.23 6.45

6.93

7.04

7.22

7.24

7.21

7.46

10" POST

7.04

5.53

4.67

3.853.98

3.81

3.85

3.75

3.80 3.99

4.96

6.826.53

6.44

5.57

5.01

5.11

PARKING RESERVATION

SIGN POST

PARKING RESERVATION

SIGN POST

PARKING RESERVATION

SIGN POST

PARKING RESERVATION

SIGN POST

PARKING RESERVATION

SIGN POST

PARKING RESERVATION

SIGN POST

ELEC TRANS

(#128999)

6.29

7.14

BOL

7.30

7.42

CLEAT

10" POST

A Joint Venture

NAMFFUH.ETNERT

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

23912

20' 0' 20' 40'

SCALE: 1''=20'

NEW WORK KEYNOTES:

33. REGRADE EXISTING GRAVEL AND SOIL AREA AFTER DEMOLITION OF SHEDS

AS REQUIRED TO ESTABLISH ADEQUATE DRAINAGE. SEED AND MULCH ALL

DISTURBED SOIL AREAS AFTER GRADING. SEE SHEET AD101K FOR

DEMOLITION.

34. PROVIDE ADDITIONAL GRAVEL (APPROX 45 CY # 57 STONE) AS REQUIRED TO

ESTABLISH SMOOTH GRADE TRANSITIONS TO NEW SHED. SEE TYPICAL

SECTIONS ON SHEET C-501.

40. CONSTRUCT 4'x4'x6" THICK CONCRETE PAD WITH 3/4" YARD HYDRANT

CENTERED IN SLAB, SEE C4/C-501.

41. CONSTRUCT 3/4" Ø PVC WATER LINE (APPROX 82 LF) WITH IN-LINE CHECK

VALVE. CONNECT TO EXISTING WATER LINE WITH TEE AND REDUCERS AS

REQUIRED, SEE NOTE.

MATCH LINE - SEE SHEET C-101

- S

-1

APPROX

SLOPE LIMITS

NEW PUBLIC WORKS SHED, FINAL LOCATION OF

SHED TO BE DETERMINED TO AVOID CONFLICTS

WITH EXISTING UTILITIES. UNDERGROUND UTILITY

SURVEY (SUE) HAS NOT BEEN COMPLETED.

SEE SHEETS S-101K, A-101K, M-101K & E-101K

C1 C-501

C2 C-501

NOTE:

1. LOCATION AND SIZE OF EXISTING WATER LINE SHOWN IS ASSUMED. ACTUAL

LOCATION AND SIZE ARE UNKNOWN. USCG WILL PROVIDE SUE FOR USE IN

LOCATING THE EXISTING LINE. CONTRACTOR SHALL FIELD VERIFY LOCATION

AND SIZE AND SUBMIT ANY CHANGE IN DESIGN TO THE CONTRACTING

OFFICER.

CONNECT TO EXISTING

WATER LINE, SEE NOTE

45° BEND

CHECK VALVE

YARD HYDRANT

DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC

3/26/2021

3/24/2021

DKoons

3.58

3.55

3.47

3.49

BLOCK WALL

CONC WALL

2-STORY

CONC BLDG

(#16746)

1-STORY

BLOCK BLDG

(#16755)

2-STORY

BLOCK BLDG

(#16744) 4.63

5.56

6.46

6.53

5.04

5.01

4.96

5.1

FFE=4.63'

ELEC HH

TOP=4.97'

4.00

5.50

FFE=8.06'

FFE=3.98'

PAINTED "X" IN CONC

TE - EJ

TCJ

TE - EJ

TCJ

A Joint Venture

NAMFFUH.ETNERT

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

23912

NEW WORK KEYNOTES:

16. PROVIDE CONCRETE PAVEMENT AS REQUIRED, SEE C1/C503 & C2/C-503.

REPLACE ALL PAVEMENT MARKINGS REMOVED OR DAMAGED DURING PAVING

ACTIVITIES.

28. PROVIDE CONCRETE SLAB, SEE B4/C-503.

2.0' 8.0'

8.0'

5.0'

7.3'

5.7'

TYP

12.0'

11.0'

B3 C-503

B4 C-503

THICKENED EDGE WITH 1/2" PREMOLDED

EXPANSION JOINT FILLER

TRANSVERSE EXPANSION JOINT

THICKENED EDGE WITH

1/2" PREMOLDED

EXPANSION JOINT FILLER

1/2" PREMOLDED EXPANSION

JOINT FILLER

1/2" PREMOLDED EXPANSION

JOINT FILLER

1/2" PREMOLDED EXPANSION

JOINT FILLER

1/2" PREMOLDED

EXPANSION JOINT FILLER

THICKENED EDGE WITH 1/2" PREMOLDED

EXPANSION JOINT FILLER

6.3'±

TYP

6.6'±

TYP

6.6'±

TYP

EL 4.00

EL 3.95, SEE NOTE

EL 3.80

EL 3.60

EL 3.5±

MATCH EXISTING

EL 3.6±

MATCH EXISTING

EL 4.00

EL 4.40

EL 4.20

EL 4.4±

MATCH EXISTING

EL 4.20

EL 4.10

EL 3.80

MATCH EXISTINGEL 3.70

MATCH EXISTING

ISD OFFICE BUILDING

SEE SHEET S-101D FOR

FOUNDATION RECONSTRUCTION

NO SLAB CURB

NO THICKENED EDGE ADJACENT

TO BUILDING FOUNDATION

1/2" PREMOLDED EXPANSION

JOINT FILLER

1/2" PREMOLDED EXPANSION

JOINT FILLER

SLOPE TO DRAIN

5' 0' 5' 10'

SCALE: 1''=5'

1/2" PREMOLDED

EXPANSION JOINT FILLER

NOTE: ELEVATION OF CONCRETE

PAVEMENT SHALL MATCH EXISTING

ELEVATION OF BUILDING SLAB AT

EXISTING ROLL-UP DOOR LOCATIONS

DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC

3/26/2021

3/24/2021

DKoons

3:1

EL +3.5

36' SPILLWAY

REMOVE AND REGRADE ALL

MATERIAL ABOVE EL +3.5,

REPAIR SOD AS REQUIRED

E L

+3 .5

ELEVATION VARIES FROM +3.07

0.1% MINIMUM OUTLET WEIR

STRUCTURE.

EXISTING PARKING LOT,

EL VARIES

2'-0"

SLOPE

VARIES4:1

NOTE: LINE SWALE WITH SOD.

LINE FINAL 10' WITH NCDOT

CLASS A RIP RAP, 1' THICK,

SEE PLAN

EXISTING GRADE

EL +2.0

EL +2.75

3:1 3:1

E L

+3 .5

E L

+3 .5

EL -0.50

EXISTING HDPE POND LINER

EXISTING WOVEN GEOTEXTILE FABRIC

EXISTING NCDOT CLASS A RIP RAP STONE LINER

15'-0"

NCDOT CLASS B RIP

RAP STONE DIKE

REPLACE NCDOT CLASS A RIP RAP

STONE LINER AS REQ'D, TYP

EXISTING EL +2.0, APPROX

SEASONAL HIGH WATER TABLE

EXISTING PARKING LOT,

EL VARIES

EXISTING SPILLWAY,

REGRADE AS REQ'D

1' -6

OUTLET WEIR STRUCTURE

BEYOND, SEE SHEET C-502

EXISTING

LIFT STATION

TOP OF WALL BEYOND EL +3.5

25'-10 1/2"

53'-0"

4'-0"

6'-0" 6'-0"

3:1 3:1

3:1

6" MIN STRUCTURAL FILL STONE

PROP SHED CONCRETE SLAB,

SEE STRUCTURAL PLANS

EL +8.80 6% SLOPE TO EXISTING

6% 6%

6" MIN STRUCTURAL FILL STONE

PROP SHED CONCRETE SLAB,

SEE STRUCTURAL PLANS

EL +8.80

#57 STONE GRAVEL FILL

EXISTING GRADE

4'x4'x6" THICK CONCRETE

SLAB ON 6" MIN #57 STONE

1/2" EXP JT MATERIAL

BETWEEN SHED SLAB AND

YARD HYDRANT SLAB

YARD HYDRANT, SEE

2' -0

WOODFORD Y34 IOWA YARD

HYDRANT, 2-FT BURY DEPTH,

3/4" FEMALE ORANGE BRASS

HYDRANT OR APPROVED EQUAL

4'x4x6" THICK CONCRETE SLAB ON

6" MIN #57 STONE AGGREGATE

3/4" BRASS NIPPLE

3/4" 90° BRASS ELBOW

3/4", SINGLE, INLINE,

SPRING BRASS

CHECK VALVE

3/4" PVC TO

BRASS ADAPTOR

3/4" PVC PIPE

A Joint Venture

NAMFFUH.ETNERT

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

23912

2'-0" 0'-0'' 2'-0" 4'-0"

SCALE: 1/2"=1'-0''

4'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 1/4"=1'-0''

A1 C-101

POND TYPICAL SECTION

SCALE: 1/4"=1'-0"

B2 C-101

SPILLWAY TYPICAL SECTION

SCALE: 1/2"=1'-0"

B3 C-101

SWALE TYPICAL SECTION

SCALE: 1/2"=1'-0"

C1 C-105

SHED GRADING TYPICAL SECTION #1

SCALE: 1/4"=1'-0"

C2 C-105

SHED GRADING TYPICAL SECTION #2

SCALE: 1/4"=1'-0"

C4 C-105

YARD HYDRANT DETAIL

NOT TO SCALE

C-501

C4 C-501

DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC

3/26/2021

3/24/2021

DKoons

TOP OF DIKE EL 2.75

TOP OF WALL EL 3.5

EL -2.0

EXISTING WOVEN

GEOTEXTILE FABRIC

EXISTING HDPE

POND LINER

EXISTING NCDOT

CLASS A RIP RAP

STONE LINER

INV EL -0.5

24" Ø RCP INLET PIPE

SEED & MULCH

DISTURBED AREA

BOTT OF

POND EL -0.50

NCDOT CLASS B RIP RAP

STONE DIKE, CONSTRUCT

W/ SALVAGED RIP RAP

2'-0"11'-1 7/8" 8"

TYP

1' -1

2:1

COMPACTED

BACKFILL

#78 STONE

EL -3.75

EL -4.25

HDPE POND LINER

WOVEN GEOTEXTILE FABRIC

SAND

1'-0"

1:1

GROUTED

INVERT

24"Ø RCP INLET

PIPE, INV EL -0.5

EXISTING GRADE, EL VARIES

1' -9

1' -1

15'-0" 8"

TYP

1'-0"

TOP OF WALL EL 3.5

SEED & MULCH

DISTURBED AREA

COMPACTED

BACKFILL

#78 STONE6"

1'-0"

1:1

EXISTING GRADE, EL VARIES

BOTT EL -1.0

GROUTED INVERT

HDPE POND LINER

WOVEN GEOTEXTILE FABRIC

SAND

#78 STONE 6"

1'-0"

SEED & MULCH

DISTURBED AREA

EXISTING GRADE, EL VARIES

TOP OF DIKE & WALL EL 2.75

TOP OF WALL EL 3.5

2'-0"11'-5 1/4" 8"

2:1

EXISTING NCDOT

CLASS A RIP RAP

STONE LINER

BOTT OF

POND EL -0.50

NCDOT CLASS B RIP RAP

STONE DIKE, CONSTRUCT

W/ SALVAGED RIP RAP

EL -3.75

EL -4.25

HDPE POND LINER

WOVEN GEOTEXTILE FABRIC

SAND

COMPACTED

BACKFILL

1:1

EL -2.75

#78 STONE 6"

1'-0"

SEED & MULCH

DISTURBED AREA

EXISTING GRADE, EL VARIES

TOP OF WALL EL 3.5

3'-6"11'-5 1/4" 8"

2:1 8"

EXISTING WOVEN

GEOTEXTILE FABRIC

EXISTING HDPE POND LINER

EXISTING NCDOT

CLASS A RIP RAP

STONE LINER

BOTT OF

POND EL -0.50

NCDOT CLASS B RIP RAP

STONE DIKE, CONSTRUCT

W/ SALVAGED RIP RAP

EL -3.75

EL -4.25

HDPE POND LINER

WOVEN GEOTEXTILE FABRIC

SAND

COMPACTED

BACKFILL

1:1

TOP OF DIKE

& WALL EL 2.0

EL -2.75

1'-0"

3:1

1'-0"

3:1

1'-0"

3:1

45°

EL -2.0

EXISTING WOVEN

GEOTEXTILE FABRIC

EXISTING HDPE

POND LINER

#78 STONE 6"

1'-0"

SEED & MULCH

DISTURBED AREA

EXISTING GRADE, EL VARIES

TOP OF WALL EL 3.5

15'-0"

HDPE POND LINER

WOVEN GEOTEXTILE FABRIC

SAND

COMPACTED

BACKFILL

1:1

EL -2.75

EL -3.75

EL -4.25

EL -3.75

EL -4.25

8" M

3'-0" 1'-6"

4" NOTCH WALL FOR

SWALE OUTLET

MAX

#5 BARS @ 6",

TYP

#5 BARS @ 6",

TYP

4 ADDITIONAL

#6 BARS EACH

FACE, TYP

#5 BARS @ 6", TYP

#5 BARS @ 6",

TYP

WALL BEYOND

3'-0" R

PERMITTED

CONSTR JT, TYP

PERMITTED

CONSTR JT

PERMITTED

CONSTR JT

PERMITTED

CONSTR JT

#6 BAR @ 6"

#5 BAR @ 6"

45° #5 BARS @ 6", TYP

3'-0" R

PERMITTED

CONSTR JT

#6 BAR @ 6"

#5 BAR @ 6"

BOTT EL -1.0

60'-0"

'-1

8" TY

15'-0"15'-0"15'-0"15'-0"

TYP

24"Ø RCP

5' -2

'-5

8" TY

PIPE ENDS TO BE CUT

OFF 3" MAX FROM WALL

NOTE: ROCK DIKE NOT SHOWN FOR CLARITY.

1' -6

-0

A Joint Venture

NAMFFUH.ETNERT

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

23912

4'-0" 0'-0'' 2'-0" 4'-0"

SCALE: 3/8"=1'-0''

8'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 3/16"=1'-0''

C-502

SECTION

SCALE: 3/8"=1'-0"

A3 C-502

SECTION

SCALE: 3/8"=1'-0"

B1 C-502

SECTION

SCALE: 3/8"=1'-0"

B3 C-502

SECTION

SCALE: 3/8"=1'-0"

C3 C-502

SECTION

SCALE: 3/8"=1'-0"

C1 C-101

OUTFALL WEIR STRUCTURE PLAN

SCALE: 3/16"=1'-0"

A1 C-502

A3 C-502

B1 C-502

B3 C-502

C3 C-502

DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC

3/26/2021

3/24/2021

DKoons

45'-0"

35'-0"

ISD BUILDING FINISHED FLOOR

GRADE CRAWLSPACE TO EL 3.0

CONCRETE PAVEMENT &

EXPANSION JOINT,

EL 4.0, SEE

35 LF OF 6" Ø PERFORATED

UNDERDRAIN PIPE, INV EL 1.30

BOTTOM OF FOOTING, EL 2.0

TOP OF FOOTING, EL 3.0

8" CMU BLOCK WALL

TOP OF WALL, EL 7.0

NCDOT 6' Ø MANHOLE STD 840.52 WITH FLAT TOP SLAB,

MANHOLE RING AND COVER STD 840.54 AND COMPOSITE

STEPS STD 840.66, SEE SHEET C-509

8"x2" REDUCING TEE

8" Ø PERFORATED

UNDERDRAIN

SYSTEM, INV EL 2.0,

SEE

1 1/2" Ø HDPE PIPE, INV EL 3.75

CORROSION RESISTANT DOUBLE SEAL PUMP WITH

GUIDE RAILS AND LIFTING CHAIN. PUMP SHALL BE ABLE

TO PASS 1/2" SOLIDS AT A FLOW RATE OF 100± GPM

6" Ø SCH 40 PVC DOWN

PIPE, BOTTOM EL -1.0

16 LF OF 6" Ø SCH 40 PVC

SOLID PIPE, INV EL 1.30

6" SANITARY TEE

W/ THREADED CAP

PUMP ON, EL 2.0

PUMP OFF, EL 0.0

LOW WATER

CUTOFF, EL -1.0

CHECK VALVE

VACUUM RELIEF VALVE

ASPHALT PAVEMENT

PATCH, SEE

BOTTOM EL -2.0

TOP EL 7.0

3:1 MAX

1'-0"

MIN,

TYP

EL 6.5

APPROX EXISTING GRADE

COMPACTED

FILL, SEE NOTE 1

TYP

5'-0"

TYP

6" MIN AGGREGATE BASE

84" CHAIN LINK FENCE

INV EL 1.30

#78 STONE

4.5 OZ/SY FILTER FABRIC,

FLOW RATE ±120 GPM,

OVERLAP TOP

GRADE CRAWLSPACE

TO EL 3.0

6" Ø SMOOTH WALL

PERFORATED PIPE

W/ FILTER SOCK

1' -0

3'-0"

SECTION A-A

NOTE: DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN

ACCORDANCE WITH THE SPECIFICATIONS. CONTRACTOR

SHALL GRADE SWALE TO DRAIN TO NORTH SIDE OF BUILDING.

B2 C-503

B3 C-503

B1 C-503

12" PORTLAND CEMENT

CONCRETE PAVEMENT

MIN 4" DEPTH AGGREGATE

BASE COURSE

COMPACTED SUBGRADE

LONGITUDINAL CONSTRUCTION JOINT (LCJ) TRANSVERSE CONTROL JOINT (TCJ)

THICKENED EDGE (TE)TRANSVERSE EXPANSION JOINT (TEJ)

18" LONG SMOOTH SS

#14 DOWEL @ 12"

LC JOINT

18" LONG PLAIN SS

#14 DOWEL @ 12"FULL WIDTH KEY

1 1/2"

POLYSULFIDE

JOINT SEALANT

FELT & ASPHALT RIBBON OR

ASPHALT BOARD STRIP. SAW

OUT AFTER FINISHING & SEAL.

(15' O/C MAX)

1/4"

POLYSULFIDE

JOINT SEALANT

1/4" R

FIXED

END

PAINT & GREASE

FREE END

D /2

9 1/8"8 1/8"1" MIN

1/ 2"

3/4" EXP JOINT

MAX

EXP JOINT MATERIAL

12"4"

D /2

SLEEVE

8" Ø SMOOTH WALL

PERFORATED PIPE

W/ FILTER SOCK

1'-6"

INV EL 2.0

84" CHAIN LINK FENCE

1'-6"

#78 STONE

4.5 OZ/SY FILTER FABRIC,

FLOW RATE ± 190 GPM

OVERLAP TOP

±1 '-0

APPROX EXISTING GRADE

EXISTING PAVEMENT

3'-6"

EDGE OF PAVEMENT

±5'

PROPERTY LINE

2 1/2" S9.5B ASPHALT

SURFACE COURSE

MIN 12" DEPTH AGGREGATE

BASE COURSE

COMPACTED SUBGRADE

PRIME COAT

CONCRETE

PAVEMENT, SEE

C1 C-503

1/2" PREMOLDED

EXPANSION

JOINT FILLER

ISD BUILDING NEW CMU

FOUNDATION WALL,

SEE SHEET S-301D

EL 4.0

EL 3.0

SLOPE

X X X X

6'±

1/2" PREMOLDED

EXPANSION JOINT

FILLER, TYP EACH SIDE

TYP

2" R, TYP

FACE OF ISD NEW

CMU FOUNDATION

WALL

FACE OF EXISTING

BLDG 16744

BLOCK WALL

WWR 6 x 6 x W1.4 x W1.4P0RTLAND CEMENT CONCRETE SLAB

4" MIN AGGREGATE BASE

LEVEL

XXXXXXX

7'±

1/2" PREMOLDED

EXPANSION JOINT FILLER,

TYP EACH SIDE

2" R

FACE OF ISD NEW

CMU FOUNDATION

WALL

FACE OF EXISTING

BLDG 16755

BLOCK WALL

WWR 6 x 6 x W1.4 x W1.4 P0RTLAND CEMENT CONCRETE SLAB

4" MIN AGGREGATE BASE

NOTE: SAW CUT 1" DEEP X 1/8" WIDE

CONTROL JOINTS AT ±6' CENTERS

ALONG LENGTH OF SLABS

±1.5% SLOPE

NORTH SIDE OF ISD BUILDING SOUTH SIDE OF ISD BUILDING

A Joint Venture

NAMFFUH.ETNERT

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

23912

A1 C-103

ISD BUILDING UNDERDRAIN SYSTEM AND LIFT STATION

SCALE: 1/4"=1'-0"

B2 C-103

UNDERDRAIN SYSTEM

SCALE: 1/4"=1'-0"

C-503

B3 C-401

CONCRETE PAVEMENT & EXPANSION JOINT

SCALE: 1/2"=1'-0"

2'-0" 0'-0'' 2'-0" 4'-0"

SCALE: 1/2"=1'-0''

4'-0" 0'-0'' 4'-0" 8'-0"

SCALE: 1/4"=1'-0''

C1 C-103

CONCRETE PAVEMENT

SCALE: 1/2"=1'-0"

C-104,C-401,C-503

C2 C-103

CONCRETE PAVEMENT JOINTS & EDGE

NOT TO SCALE

C-104,C-401

B1 C-101

ASPHALT PAVEMENT

SCALE: 1/2"=1'-0"

C-102,C-103,C-104

2'-0" 0'-0'' 1'-0" 2'-0"

SCALE: 3/4"=1'-0''

B4 C-103

CONCRETE SLAB TYPICAL SECTIONS

SCALE: 3/4"=1'-0"

C-401

DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC

3/26/2021

3/24/2021

DKoons

3'-6"

9"9"

9" 1'

-2

NEENAH 4990-HA

TYPE A GRATE

TYPE X FRAME OR

EQUIVALENT

PROPOSED CONCRETE

PAVEMENT, TYP

TOP EL VARIES

CONCRETE TRENCH DRAIN

TYP

6" COMPACTED

AGGREGATE BASE

COMPACTED

SUBGRADE

#5 U BAR @ 12" MAX

#5 BARS @ 12" MAX

2'-0"

INV EL VARIES

6'-0"

4' -0

3'-0"

COMPACTED SUBGRADE

BOTTOM EL 0.0

6" MIN AGGREGATE BASE

TYP

INTERNAL WEIR

MANHOLE FRAME AND COVER,

NCDOT STD 840.54

BOTTOM EL 1.0

OPENING EL 3.5

DITCH EL 3.0±

TOP EL 4.7

104'-0"

TOP OF CAP EL ±3.6

SLOPE 0.38%

COMPACTED SUBGRADE

MANHOLE FRAME AND COVER,

NCDOT STD 840.54

OPENING EL 3.5

TOP EL 4.5

COMPACTED SUBGRADE

MANHOLE FRAME AND COVER,

NCDOT STD 840.54

TOP EL 4.5

4'-0"

3'-6"

1' -1

TRENCH DRAIN

FACE OF CAP

EXISTING SHEET PILE WALL

EXISTING CONCRETE CAP

FLEXIBLE CHECK VALVE,

TIDEFLEX TF-1 SLIP ON FLAT

BOTTOM OR EQIVALENT

8" Ø SDR 17 HDPE

UNDERDRAIN INLET PIPE

4' x 6' CONTROL STRUCTURE

SHEET PILE WALL

PENETRATION,

SEE

CONCRETE PAVEMENT, SEE

6" MIN AGGREGATE BASE6" MIN AGGREGATE BASE

REGRADED INFILTRATION

DITCH, EL VARIES

INV EL 2.8

INV EL 2.4

INV EL -2.25

4'-0"

4' -0

TYP

24' Ø RCP OUTLET PIPE

2' Ø HEAVY DUTY (HS20 RATED)

MANHOLE FRAME W/ SOLID LID

4' x 4' OUTLET MANHOLE

COMPACTED SUBGRADE

6" MIN AGGREGATE BASE

OPENING EL 2.1

#5 BARS @ 6",

TYP

MATCH EXISTING

ELEVATION

C4 C-504

C1 C-504

C2 C-504

A1 C-504

A4 C-504

#5 BARS

@ 6", TYP

#5 HORZ BARS @ 6",

ALTERNATE HOOKS

4 ADDITIONAL #6 BARS,

TOP & BOTTOM OF TOP SLAB

PERMITTED CONSTR

JOINT, TYP

4 ADDITIONAL #6 BARS,

TOP & BOTTOM OF TOP SLAB

GRADE 3:1 SLOPE

TO BOX OPENING

UNDERDRAIN

INLET PIPE INVERT

EL 0.50

#5 BARS

@ 6"

5'-0"

8" M

1' -0

" M

3" MIN

EXISTING SHEET PILE WALL APPROXIMATE LIMITS OF

SHEET PILE DEMOLITION

24" Ø RCP OUTLET PIPE

1' MIN NCDOT #57 STONE, TYP

8" MIN CIP CONC CLOSURE

SURROUND @ PIPE, TYP

FACE OF CONCRETE CAP ABOVE

8" MIN CIP CONC CLOSURE

SURROUND @ PIPE

1' MIN NCDOT #57

STONE, TYP

24" Ø RCP

OUTLET PIPE

2"±

APPROXIMATE LIMITS OF

SHEET PILE DEMOLITION

NOTE: REPAIR ANY DAMAGE TO SHEET PILE COATING IN

ACCORDANCE WITH THE SPECIFICATIONS.

PLAN

ELEVATION

4'x4' OUTLET MANHOLE

A Joint Venture

NAMFFUH.ETNERT

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

23912

2'-0" 0'-0'' 2'-0" 4'-0"

SCALE: 1/2"=1'-0''

4'-0" 0'-0'' 2'-0" 4'-0"

SCALE: 3/8"=1'-0''

C4 C-504

TRENCH DRAIN SECTION

SCALE: 1/2"=1'-0"

A4 C-103

SHEET PILE WALL PENETRATION

SCALE: 3/8"=1'-0"

C-504

A1 C-504

SECTION

SCALE: 1/2"=1'-0"

B1 C-103

INFILTRATION DITCH CONTROL STRUCTURE AND TRENCH DRAIN PLAN

SCALE: 1/2"=1'-0"

C1 C-504

ELEVATION

SCALE: 1/2"=1'-0"

C2 C-504

ELEVATION

SCALE: 1/2"=1'-0"

DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC

3/26/2021

3/24/2021

DKoons

8" Ø SCH 40 PVC

OVERFLOW PIPE W/ CONC

ENCASEMENT, SEE

8" SANITARY TEE W/ THREADED CAP

COMPOSITE STEP, TYP

NCDOT STD 840.66, SEE SHEET C-509

MANHOLE FRAME AND COVER, TYP

NCDOT STD 840.54, SEE SHEET C-509

8" Ø SCH 40 PVC

OUTLET PIPE TO

LEACH FIELD

BOTTOM EL 0.0

INTERNAL WEIR6" MIN AGGREGATE BASE

TYP

SECTION

PLAN

4'x8' CONCRETE BOX

1' -6

TYP

8'-0"

4' -0

-0

3'-0"

COMPACTED SUBGRADE

2 1/2" S9.5B ASPHALT

SURFACE COARSE

5'-0"

8" Ø PVC SCH 40

OVERFLOW PIPE

12" MIN COMPACTED

AGGREGATE BASE COURSE

SAWCUT AND REMOVE

EXISTING PAVEMENT, TYP

6" MIN

TYP

8" Ø SCH 40 PVC OVERFLOW PIPE

W/ CONCRETE ENCASEMENT,

SEE

9' -0

-1

#78 STONE

4.5 OZ/SY FILTER FABRIC,

FLOW RATE ±120 GPM

BOTTOM EL 1.5

INV EL 2.8

INV EL 2.5

TOP EL 7.5

'-0

5'-4"

5' -2

TYP

2'-8"

3' -8

3" CLR

6' -8

INV OUT EL -0.5

BOTT EL -2.5

TOP EL 3.5

TYP

#6 BAR x 3'-6" LONG, TYP, TOP & BOTT OF

TOP SLAB

24"Ø RCP

8"Ø PVC PIPE,

SEE NOTE

RUBBER BOOT AS REQ'D

TO MAKE CONNECTION TO

8"Ø VITRIFIED CLAY PIPE

EXIST 12"Ø PVC

PIPE, SEE NOTE

24"Ø RCP

#5 BARS @ 6",

TYP

NOTE: CONNECT EXISTING DRAIN

PIPES TO INLET. FIELD VERIFY

PIPE SIZES, TYPES AND INVERTS

NCDOT NARROW SLOT FLAT GRATE &

FRAME STD 840.29, SEE SHEET C-508

2'-0" x 3'-8" OPENING FOR FRAME

2-24"Ø RCP

PERMITTED

CONSTR

JOINT, TYP

ASPHALT PAVEMENT, SEE

SECTION

PLAN

SILT SACK

3' -5

4.5 OZ/SY FILTER FABRIC,

FLOW RATE ±120 GPM

3'-0" Ø AUGER

TYP

6" MIN AGGREGATE BASE

1'-6" Ø HOLE IN

BOTTOM OF BOX

TOP EL 5.25

INV OUT EL 2.8

BOTT EL 1.8

TYP

NCDOT NARROW SLOT FLAT GRATE &

FRAME STD 840.29, SEE SHEET C-508

ASPHALT PAVEMENT, SEE

SILT SACK

3' -4

5'-0"

1'-8"

1' -8

1'-6" Ø HOLE IN

BOTTOM OF BOX

8" Ø SCH 40 PVC OVERFLOW

PIPE W/ CONCRETE

ENCASEMENT, SEE

PLAN

SECTION

6" Ø SMOOTH WALL

PERFORATED PIPE W/

FILTER SOCK, TYP

#78 STONE

4.5 OZ/SY FILTER FABRIC,

FLOW RATE ±120 GPM

INV EL 2.5

EX GRADE EL ±7

COMPACTED BACKFILL

9'-0"

1'-6"3'-0"3'-0"1'-6"

1' -0

-0

IN ASPHALT

PAVEMENT

IN CONC

PAVEMENT

12" PORTLAND

CEMENT CONCRETE

4" MIN COMPACTED

AGGREGATE BASE COURSE

BACKFILL FLUSH WITH

EXISTING GRADE

EL 0.75

B1 C-503

B1 C-503 C3

C-505

C3 C-505

#5 HORIZ BARS

@ 6", TYP

#5 HORZ BARS @ 6",

ALTERNATE HOOKS

4 ADDITIONAL #6 BARS,

TOP & BOTTOM OF TOP

SLAB, TYP

NOTE: FOR CONSTRUCTION

ALTERNATIVES AND REINFORCING

STEEL, SEE NCDOT STD 840.35 ON

SHEET C-508

#5 BARS @ 6"

#5 VERT BARS

@ 5", TYP

PERMITTED

CONSTR

JOINT, TYP

PRIME COAT

A Joint Venture

NAMFFUH.ETNERT

ENO

RTH CAROL I NA

ENG I NEER

FORP LA

NOISS

SEAL

23912

2'-0" 0'-0'' 2'-0" 4'-0"

SCALE: 1/2"=1'-0''

A1 C-104

OVERFLOW CONTROL STRUCTURE

SCALE: 1/2"=1'-0"

A2 C-101

DROP INLET

SCALE: 1/2"=1'-0"

A4 C-104

INFILTRATION DROP INLET

SCALE: 1/2"=1'-0"

C1 C-104

OVERFLOW LEACH FIELD TYPICAL SECTION

SCALE: 1/2"=1'-0"

C3 C-104

CONCRETE ENCASED OVERFLOW PIPE

SCALE: 1/2"=1'-0"

C-505

DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC

3/26/2021

3/24/2021

DKoons

3'-6"

9"9"

9" 1'

-1 0"

NEENAH 4990-HA

TYPE A GRATE

TYPE X FRAME OR

EQUIVALENT

CONCRETE

TRENCH DRAIN

TYP

6" COMPACTED

AGGREGATE BASE

COMPACTED SUBGRADE

#5 U BAR @ 12" MAX

#5 BARS @ 12" MAX

2'-0"

INV EL VARIES, SEE PLAN

±5'-0"

TYP

CONCRETE PAVEMENT, CONTRACTOR

SHALL MATCH EXISTING CONCRETE

PAVEMENT JOINTS ACROSS REPAIR AREA.

NO JOINT SPACING SHALL EXCEED 8 FEET,

SEE &

±2% SLOPE, TYP

SLOPE 0.29%SLOPE ±0.20%

EXISTING 6" Ø PVC SANITARY

SEWER, APPROX INV EL 0.39,

SEE NOTES

10" Ø PVC

OUTLET PIPE

CONCRETE PAVEMENT,

TYP, SEE NOTES &

TRENCH DRAIN, SEE

INV EL 1.32

EXISTING WATER LINE, SIZE,

LOCATION AND INVERT

UNKNOWN, SEE NOTES

6" COMPACTED

AGGREGATE BASE

COMPACTED

SUBGRADE

FLOWABLE FILL

PIPE BEDDING,

TYP, SEE

10" Ø PVC OUTLET PIPE,

CONTRACTOR SHALL ADJUST SLOPE

AS REQUIRED TO AVOID CONFLICTS

WITH EXISTING UTILITIES

±2% SLOPE, TYP

5'-0"

CONCRETE PAVEMENT,

TYP, SEEEXISTING TRENCH DRAIN,

EXISTING OUTLET PIPE

INVERT ELEVATION FIELD

MEASURED AT -0.99,

CONTRACTOR TO VERIFY

INLINE FLEXIBLE CHECK

VALVE, TIDEFLEX 37G

OR EQUIVALENT

REPLACE EXISTING

10" Ø PVC WITH 14" Ø

PVC, SET INVERT AT

BOTTOM OF EXISTING

STRUCTURE OUTLET

RETAIN EXISTING 22" Ø

FLANGED PENETRATION SEAL

10" Ø PVC OUTLET PIPE,

BEND TO MATCH

STORMCEPTOR INVERT EL

TIE TO EXISTING

TRENCH DRAIN DROP

OUTLET WITH

10"x10"x6" PVC TEE

REPLACE EXISTING 6"

Ø PVC WITH 10" Ø

PVC OUTLET PIPE,

SET INVERT AT

BOTTOM OF EXISTING

STRUCTURE INLET

EXISTING STORMCEPTOR

MANHOLE, TOP EL 3.31

EXISTING SHEET PILE WALL

EXISTING CONCRETE CAP

TOP OF CAP EL ±3.6

COMPACTED

SUBGRADE

APPROX EXISTING GRADE AT

CROSSING EL ±3.10, APPROX

OUTLET PIPE INVERT EL ±1.20

SEE NOTES

APPROX EXISTING GRADE AT

CROSSING EL ±3.05, APPROX

OUTLET PIPE INVERT EL ±0.90

SEE NOTES

10" Ø PVC

OUTLET PIPE

1'-6"

TYP

6" M

A X

CONCRETE PAVEMENT

WITHOUT AGGREGATE ,SEE

FLOWABLE FILL

PIPE BEDDING

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY LOCATION, TYPE,

SIZE, MATERIAL AND INVERTS OF ALL CROSSING

UTILITIES PRIOR TO…

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File details come from the government source that posted it. Updated Feb 28, 2022.